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HomeMy WebLinkAboutPermit File 2201 24th Street z Y o CITY OF ANACORTES WASHINGTON vc BUILDING DEPARTMENT II CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 2201 24th Street STREET&NUMBER Owner: Homestead NW, Inc. Constructed By: OWNER OR CONTRACTOR CON96-0137 7-2-96 Bldg.Permit# Date Of Issue: Occ.Group: R3 Use Zone: B2 Has Been Inspected And Occupancy Is Hereby Authorized, This 12th Day Of November 19 96 . F,.�. - AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. rF ■ �r ©, )C, —cc, ) 1 - S FINAL INSPECTION CHECKLIST Inspection Date: Address: -a,t. i '4 -s--i4 S Permit No.r_zzCj(o - o) ate: Sl a Zone: rem-,,, Owners Name: 4c7-+�e-5 6 /�A1 , Owners Address: Ck_� Occupancy Group: V'> Consruction Type: S Variances: Safety Glass: /Cj . iz Sewer Fee Paid: Hand Rails: CD. le . Sewer Inspected: Guard Rails: WSEC Compliance: Traps: O. K. Attic Access: 0,14 , Wood Stove: - - Smoke Detectors: p,v, Water Pressure: p, 14- T&P Drain: ©, K( House Numbers: O. )4 Insulation Cert: Site Drainage: Fj, )V• Radon Test Kit: Curb Cut: Garage House Door: 19,C Crawl Space Insul: Bedroom Windows: p,4/ - Crawl Space Access: e>, iL. Water Heater Strap: 0.14. Vapor Barrier: ©, 11e— D.W. Air Gap: p,►Z, Water MeterBox: ®. Auto Garage Door: ©.3 Outside Caulking: C7. 4 xterior Decks/Landings: Exh. Duct/Dryer Vent Dampers: Q, K. COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM96-0137 P.O. BOX 547 APPLIED: 07/02/96 ANACORTES, WA 98221 ISSUED: 07/02/96 (206) 293-1901 EXPIRES: 07/02/97 SITE ADDRESS: 2201 24TH ST ASSESSOR'S PARCEL NO. : 2201 24 PROJECT DESCRIPTION: New single family residence — OWNER — CONTRACTOR — LENDER HOMESTEAD NW, INC. 506 W GROVER STREET LYNDEN WA 98264 354-3366 — FEES TYPE OF WORK •NEW AREA (sf) VALU...8: 70000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 7725 REQUIRED SETBACKS---- ESPL $ -100.00 MD 07/02/96 5609 CENSUS CATEGORY •101 1ST FLR • 1127 FRONT • 20 ft PLCK $ 222.95 MD 07/02/96 5609 ZONING 2ND FLR • 0 SIDE(1)..: 5 ft PRMT $ 343.00 MD 07/02/96 5609 :R2 BASEMENT 0 SIDE(2)..: 10 ft PMEC $ 66.50 MD 07/02/96 5609 OCCUPANCY GROUP GAR/CARPORT...: 420 REAR • 20 ft PPLM 8 97.00 MD 07/02/96 5609 :R3 :? :? •? OTHER • 99 REQUIRED PARKING-- STBC 8 4.50 MD 07/02/96 5609 TYPE OF CONSTRUCTION TOTAL • 0 SEWR 8 3291.00 MD 07/02/96 5609 :5N :? •? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT 8 400.00 MD 07/02/96 5609 OCCUPANT LOAD STORIES - 1 COMPACT • 0 INSP $ 50.00 MD 07/02/96 5609 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL 8 4374.95 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS - 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/0 APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 1 WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 1 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 1 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with ail ordinances and laws reguLating activities covered by this permit. On 1 rAtS Lead 4ts Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 Geoaest COMPLETE ENGINEERING GEOLOGY 0 MATERIALS TESTING& INSPECTION SERVICES ' SERVICES, INC. 741 MARINE DRIVE- BELLINGHAM, WA 98225 0 (360)733-7318 ❑ FAX(360) 733-7418 TEST REPORT - MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: Cyprus Ridge JOB NO: T6090 ADDRESS: Anacortes, WA REPORT NO: S3 CLIENT: Homestead Northwest TEST DATE: 7-3-96 CONTRACTOR: Client PAGE NO: 1 of 1 SAMPLE SOURCE: Lake Eisi Pit SAMPLE DATE: 7-3-96 SAMPLE LOCATION: Site Stockpile SAMPLED BY: JW LAB SAMPLE SOILTYPE USCS PLUS PLUS TEST METHOD MAXIMUM OPTIMUM NO. SYMBOL 314"% #4% DRY DENSITY MOISTURE 469 SAND WITH GRAVEL SP 26 8 ASTM D155713 117.5 pcf 12.0% Rock Correction 120.5 Of 11,5% ASTM D4718 135 MOISTURE-DENSITY- CURVE SIEVE ANALYSIS -- - -- -- SIEVE PASSING SPEC. L \\ +Sat 2e 100 SIZE % - uration -- --- - - - ---_-' --- --- _ - -- - 130 1 j Curve 1-1/4" 97 --- - — --- \-- - - - - 3/4" 92 1_ ` 38" 83 125 ci CO l.l t_ Rock 1 - ` 120 In Correction �-- ` _ - -------- - --� w T f 0 115 . Y �_ I �- -- I - - - - - • - Dry Sieve: ASTM C136 Wet Sieve: ASTM C117 110 ---1 j- - - ' --'-• -- - 105 4 6 8 10 12 14 16 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT Comments: Copies: Homestead Northwest City of Anacortes Submitted By: 1-0e-al Grant Richardson Materials Testing Manager This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc The above test results relate only to the sample(or location)tested 11/15/96 08:42 FAX 36U733/415 ---- --- ----lmtutuut - yW,,,, rtIt Y',WI: GeO\Teillt COMPLETE ENGINEERING GEOLOGY O MATERIALS TESTING& INSPECTION SERVICES SERVICES, INC. 741 MARINEOntw- BEWNGHAM,WA98225 0 (350)733-73180 FAX(360)733-7418 TEST REPORT FIELD DENSITY/MOISTURE• SOILS ASTM D2922 PROJECT: Cypress Ridge JOB NO: 78090A ADDRESS: Anacortes,WA - REPORT NO: 62 CLIENT: Homestead NW TEST DATE: 7-2-96 CONTRACTOR: Client PAGE: 1 of 1 TECHNICIAN: JW PERMIT#: COMPACTION OF: Structural Fill at Lot 1 and 2. FIELD DATA: . q�.:.::. LT3CAttOl+t' :.....,... EC£if"';#4o18Tt7HE, s:nRYCENBIir �.$AMRCE;;:.;: :�..s.,::;:`.L?_=;. :"``. . f n' ;�,.... .:. ... ....:. .. :... PiERCtkT' •.. ��'4;CP � � ATTAINED n[oulnED 1 Lot 1 -Northwest End GR 7.9 115.0 469 95 95 2 Lot 1 -Center GR 12.2 117.9 469 98 95 ' 3 Lot 2-Center GR 4.6 116.2 469 96 95 4 Lot 2-Northwest End OR 7.9 115.6 469 98 95 LAB MOISTURE-DENSITY DATA: sel.k � 5obrce � -.M:wdmapd tf�fSr,. :,ORpJnunramity Smepli a3< :=.:;' TyPR ".Gene s Molshire 'on n4,, tostliethgd 469 Sand with Gravel Lake Erie Ptt 120.5 11.5 26 ASTM D1 5578-471 8 Comments: On site this date to perform in-place density testing at the above locations. The south end of both lots were cut into native dense silty clay. Some organic soils were present at the east side of lot 1. The contractor was advised to remove this material. Some native gravelly sand was placed and compacted over fill soils on lot 2. Copies: Homestead NW Submitted By: sr City of Anacortes Grant Richardson Materieis Testing Manager artmmrmrm..,, This raped slut not b.r.praduced except in lug,%item awamean approy`I of Gear Sett Inc. � than usmuas,.�.wnMto The saps for began) began) 0 . . :. SGiQ�+ � 1 G \Test COMPLETE ENGINEERING GEOLOGY 0 MATERIALS TESTING& INSPECTION SERVICES SERVICES, INC. 741 MARINE DRIVE- BELLINGHAM, WA 98225 0 (360)733-7318 0 FAX(360) 733-7418 TEST REPORT FIELD DENSITY/MOISTURE • SOILS ASTM D2922 PROJECT: Cypress Ridge JOB NO: T6090A ADDRESS: Anacortes, WA REPORT NO: S2 CLIENT: Homestead NW TEST DATE: 7-2-96 CONTRACTOR: Client PAGE: 1 of 1 TECHNICIAN: JW PERMIT#: COMPACTION OF: Structural Fill at Lot 1 and 2. FIELD DATA: TEST - DEPTH/ FIELD IN-PLACE LAB COMPACTION PERCENT NO- LOCATION ELEV. MOISTURE DRY DENSITY SAMPLE _ - FT. PERCENT PCF # ATTAINED REQUIRED 1 Lot 1 -Northwest End GR 7.9 115.0 469 95 95 2 Lot 1 -Center GR 12.2 117.9 469 98 95 3 Lot 2-Center GR 4.6 116.2 469 96 95 4 Lot 2- Northwest End GR 7.9 115.6 469 96 95 I LAB MOISTURE-DENSITY DATA: Lab - Soil Source Maximum Dry Optimum Retained Moisture-Density Sample- Type Density Moisture on#4 Test Method # PCF % % 469 Sand with Gravel Lake Erie Pit 120.5 11.5 26 ASTM D1557B-4718 Comments: On site this date to perform in-place density testing at the above locations. The south end of both lots were cut into native dense silly clay. Some organic soils were present at the east side of lot 1. The contractor was advised to remove this material. Some native gravelly sand was placed and compacted over fill soils on lot 2. Copies: Homestead NW Submitted By: City of Anacortes Grant Richardson Materials Testing Manager o vranjoasscsoswsazsan This report shall not be reproduced except in full,without the written approval of Geo\Test Seances,Inc. The above test results relate only to the sample(or location)tasted ,a - - _-- - - ----- ,i jam{ 4/ 9% _ A vrgir ' ♦ T 1111 Dsrsos 7'® '%/ i! W ( ort 1 . f rDDa. f-akN -- 1 _ . .._ , „..., , , , • , 1 _ . ,,,,...,...„.., CONSTRUCTIONCIFICATIONS I.GENERAL NOTES. A SEISMIC ZONE 3 5. WIND EXPOSURE_ AND SPFFD Si"nph, EXP. B C. ROOF LOAD • 45 psf. D. FLOOR LIVE LOAD 40 per E.DECK LIVE LOAD 60 psf F. SOIL BEARING P^raS,IRE 1500 psf G,ALL GLASS IN POOP'^•, SIDELIGHTS, AND BATHROOMS TO BE itni t PAD GLASS 2. FOUNDATION, A FOOTING SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENSIONS. - FOOTINGS ARE TO BF POURED ON UNDISTURF•'•F'D OR PROPERLY COMPACTED SOIL. - A 4" Prrc. DRAIN PIPE IS TO BE LAID AROUND PERIMETER `� OF FOOTING AND OVERLAID W/ 2"-2' DRAIN ROCK ® `� B.FOUNDATION WAI I S TO BE BUILT TO SIZE SPECIFIED ON ems- .-. DRAWINGS AND THIC1CNIES5 SPECIFIED IS MINIMUM P'FQUIRPMF.NTS. '� �"�_ -- ACCORDANCE IN ACCORANCE WI FOUNDATION PLAN. ® _ . - ---- - C, REINFORC.EMrNT errrL, TO BE AS SPECIFIrD THIc' IEee CALLED o 0 A OUT ON DRIINCIS AND TO PE DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REQUIRFMFNTS FOR REINFORCED o CONCRETE AND TO BE prrnr ir17 STrrL BARS CONFORMING TO ASTh1 A615, GRADE 40. D.CONc^rct_TE, SHALL BE OF "LADY-MIXED CONCRETE" AND SHALL Ir Ct♦ c>rs.1 I TO AST C94 C5 SACK OR PrTTET'J g C: 0 - AFTER CONCRETE HAS BErN rror'rRLY CURFD ff SMALL HAVE A COMEt11FSSIVE STF'_rwsTH OF 2500 PSI UNILEE'6S OTHERWISE 1 2 QQ g SPECIFIED. 9 M 3. FRAMING, g A FLOOR, TO BE FRAMED IN ACCORDANCE W/ SPECIFICATIONS OF 0 S E CROSS SECTION 9 e b « F LLi q n DR-ADTO HAVE ALLOUTABLE FLOOR LOAD AS Sr? FORTH IN UBC r h JS e° N -2 QI e TABLE I6-A x : v 3 t - ALL STRUCTURAL MFMRrR"s OF FLOOR TO BE PROPFRpY SET =14 `ri 9 Is a AND FASTENED IN ACCORDANCE W/USG. - STRUCTURAL LUMFtrR TO r'f• s2 DOUGLAS PR OR 13E1 it-re. 24th AVE. 1 24th AVE. , I 1 24th AVE. ` B. WALLS, EXTERIOR WOOD F'rAMrr WALLS TO BE 2•Xes" DE-L •2 W/ STUDS • 1112.00' 111000' 1 10500' 110 • 0' 1104.00' i 102.00' U p -� 16' OG. HFIC+HT OF EXTERIOR WALL TO PF AS swath. �I J J J/ 1 1 " C II ALL WINDOW HEADERS AND BEARING WALL, BEAMS TO BE _ _ $ > e 4"X12" UNLESS srECIFIED ON DRAWINGS. .�' _ - -' - a N J] INTERIOR WALLS TO BF 2"X4" CONSTFSICTION PLACED • 16" .... .c___________ ______ '_'_ „ P. ---H OC. STUD HEIGHT TO Sr AS SHOWN. 11400' ♦♦ �`,_ ` ``,�` r ! <_ G\` 3 - m 0 E " ° Q `u - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLIA"fBING ` FtXTURFS MAY HAVE 2"X6" FRAMED WALLS TO PROVIDE `� `\` - ```. ♦ ``• Y �` m U u n 9 CLEARANCE AND COMFORTABLE WORKING SPACE. ``� \\ IIOwO' NEW ' ``� woo' NEW ('� �`♦ �`• ® a• " x w ° v o - BATHROOM WALL COVERINGS SHALL r♦E MOIS''URr? RESISTANT ` 114fd9' NEW \� 1500' \\ 10900' 1 _ i ` \ . �� U n m Uolz > U P ABOVE DRAIN AT SHOUrf23 Ot. 1U5 WI S140WriNs, • •C. ROOF, DRAWINGS WILL SF'FGItY TF�I.�° F9 OR RAFTI?R -------. • \\ks\............... CONSTRUCTION. ♦♦♦ 1 ♦ ♦`• ` ♦\.� o • `\ 1 e. _ .. - - ENCG. TRUSS DETAIL TO BE CHECKED BY GENERAL ♦\ I ♦ ��`� �` ♦`CONTRACTOR OR BUILDING prstr rR ESFrORr INSTALLATIONL ♦ 2O' F7� BABE Ob. " • ``. ``-pTCs. BASE `♦- STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BF A 25 1♦\k blld0' `\_\ B!I'< pE ' I�ID9.pp' f, `♦♦ 2O s�1tFl��p' ♦\♦ 1TOTAL LOAD UNLESS SFFCIFIrD OTHFF Ill EON I \\� r , ♦ --I r---4`\ Y -� - N ie \ r } �` --- ROOF SHEATHING TO BE L" CDX STANDARD, BUT WILL VARY \♦ •♦♦ �`\ ` ♦♦ 1 \ I `��`'---__-- W/ ROOFING PRODUCT USED. 116.00' 1 \♦ • t �♦ 1 \ i D. CONNIFCTIONS • I ♦♦ •`.� ♦.\ `\♦� ♦ ♦\ :ram ', ALL CONNECTORS ARE SPECIFED AS SR 1PS011,EQUIVALENT ♦♦ ' I ♦� ♦ ` \ \ LUM['FRL.00K CONNECTORS WILL BE SATISFACTORY ♦♦ 1 \ 1 `♦♦ •112 C�' FF ♦♦` +s�_t •108.50' FF - NAILINIG SCHEDULE 10 Pr IN ACCORDANCE LW TABLE 23-1-Q, USG ♦♦ ♦♦ s11150' FF `\ UNITS �� ♦ O 4. ENERGY CODE, COMPLY WITH WASHINGTON STATE ENEFellY CODEi ` t `7� `„ \ A. ALL WINDOtL ' 4 DOOR°, TO BE SEALED INTO WALL W/ CAULKING 4 ♦`♦� Q 1♦♦ rBCClI��.�--- ��� O ♦� ♦` © a WEATHER°.TRIPPNG S ♦♦` Q 1 �♦ i I l♦ `.♦ UPeIT •A ♦♦♦ \♦� 0 IC B. ALL FRAMING NTE R°•ECTIONS BETWEEN CONDITIONED TO ir UNCONDITIONED WALLS 4 FOUNDATIONS TO BE CAULKED TO STOP ♦`♦♦ ♦ UPl�T D 0 1©' ♦`` ♦ •11550' FE ♦�`. `\\ 10 5 UR"!T J2 I♦ 20' �II e AIR LEAKAGE V 44 • ♦ ♦ s♦ % \ C. ALL P FNETR QTIONS FOR PLUMBINYs, WRING, 4 DUCTING TO BE q ♦`. 20' ////�� •• I •, 1 \ ♦♦ \♦ 1 SEALED �`.. •`\ I 5' �. \\ \\ D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING a"`.. ° ' lee `\\ ♦ I ,j „i.�� ♦♦ ♦♦�`` ,E.WHOLE HOUSE VENTILATION NEVER LESS THAN ID GR 1 F rR ` ,r- \ BEDROOM PLUS B CFtT1 W/FAN NOISE RATE7) A7 iS SONF.SI \ `. s\ �``� `A ROOF/CEILING TO HAVE MINIMUM OF R-30 BLOIIN INSULATION ,\\ `\ \\,N \ \ .`B. FLOOR, R-IS 10" BATT. INSULATION 1 ♦♦ •`� ice `•\` ``._t \\ \\ 1 G WALLS, R-IS b" BATT. INSULATION ♦♦ \ `. \118.00 . ♦ \ \ 'D. ALL EXTERIOR WAl L& TO HAVE EITHER A B, OR G, AS A TYPE ♦• I `\ `♦ `. 4 - - `• \ ��.__ EAD OF VAPOR BAM'r"IFR `\ ` 1 �♦ \ 1 - ~ ``._ \`\ \\ HOlVi !- - A TYVFK HOUSE WRAP n r -FFRABLE `♦= T`\ •, C (,C:' i 7``y ♦ 1 14 ♦ \ iB. TYPAR HOUSE WRAP \� I \ I0' NEU �`�._ ♦\!` j ♦ \\ ( ''G. 15"OR 1'FELT PAF'FR ♦ \ 1I `. ` 1 \ NUHTNVEST U ,CiRMIkATEU ♦\\ 1 L-- - ` Ji 1 •11402' J ---- •11IpJ -T -- \♦ J , L)v s101 p' S' \ 1 /�_ ♦♦• ��, ` \ 5J ` -15.00' E ♦ 1 0' `♦ .`. • 15.00' `.a •j MECHANICAL SCIFIGATION$ _ Design_- and I. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR •-0C e ♦ 5p0' ` 3 00' `\♦ • 09• ._ ♦ ALLEY `♦ ltI LEY ALLEY yU�LEY CONTAININ3 OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO ♦ ♦ ` S. M�.g� THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 14 ft. WITH 2 ♦♦ ♦`♦ `._ �♦ �`• \♦ R'inn �np ELBOWS. `\ \\ `\ `\ ``� •``. •♦\ F 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPAt , OR FLAME \` \ < N r 116 00' 114.00' `. 10.00' 108.00' ♦, 06 04�' SHALL BE LOCATED A MINIMUM OF 18 AF90VE THE GARAGE FLOOR. ,� 1800' IIb.00 11400' 1200' \ e �T� sT 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BO\'r-., NONCOMBUSTIBLE 112.00' 110 00' 108 00' 106 00' ' MATERIALS. APPROVED FLEX C,ONNECTOR-S NOT EXCEEDING b N. IN Ln LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. JP \ r i 2 - 4. ALL WATER HEATERS IN SEISMIC ZONE 3 SHALL BE ANCHrS OD TO Prefer HORIZONTAL DISPLAGE't`tNT. "" �j5 "DRA'IP''.`9 TITLE SITE PLAN " PLUNG SPECIFICATIONS G.t " •v-' s BLOCK BIB AOOOONT • sot-rle-!+se-ools I. PROVIDE PRESSURE- RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE OUTSIDE OF THE BUILDINY WITH DRAIN END NOT MORE THAN 11110 FEET NOR LESS THAN 6" ABOVE THE GROUND, POINTING DOWN i C---)- 2. PROVIDE AN AIR GAP FOR THE DISI-MASHER IF PROVIDED. 3. PROVIDE AN APPROVED BACK FLOW PF'VPNTION DEVICE AT ALL HOSE O11sA\.aL FILL BIBS. 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEDER 4 i b 4 �� LINES CONNECT, t••. S. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A .\• ' ` S- - — 4'PEW DRAIN ► ■ CLEANOUT AT ITS urrt-R TERMINAL. %,,� �. % 4;.s''' ` I„ AY HOMESTEAD NORTHWEST \Al '1.. y . -/ i Is not responsible for safety programs, *• •40> \ L methods or procedures of operation a I-. - the construction of the design shown on FeeCOM7P.EARht ��__ _- __ these drawings. Drawings are also not to be used In any that would a detriment t TYPICAL DRAIN SECTION -man _ I directly or IndlrenntIy tty to to HOMESTEAD MESTEAD NORTHWEST © — !! - O COPYRIGHT 1996 t,i _,,pi` ' If this drawing Is less then Frx 24" or MARK O. 24' x 36" It is a reduced print Scale PAW accordingly. 4/6/96 Contractor shall verify and be responsible !f"-ALE for ell dimensions and condttIone on the AS SHOWN Job, and Hc1 0-STEAD NORTHWEST must be notified of any varlet lone from the dtmens vane and ct-Prrittro conditions shown on the-se drawings. SSFhwopp details should be submitted to HOMESTEAD NORTHWEST for review before proceeding with fabrication I ester i -`- RECEIVEG 1' ,Ut_ 0 2, 1996 A NGINEERING E . . - _ .. - .. _ . - ..aa